20011278 Ver 1_COMPLETE FILE_20010815

State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Preston P. Pate Jr., Director
MEMORANDUM
A 4
,
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES

TO: Todd St. John
NC Division of Water Quality
FROM: Mike Stre
DATE: November 9, 2001
SUBJECT: Town of Trent Woods Drainage Improvement Project
DWQ # 011278 / Craven County
Attached is the Divisions' reply for the above referenced project. If you, have any
questions, please do not hesitate to contact me.
MS/saw
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
Michael F. Easley, Governor
William G. Ross. Jr., Secretary
Preston P. Pate, Jr., Director
Mr. Todd St. John
Division of Water. Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Dear Mr. St. John:
VAFA
VIT 1••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 5, 2001
The Division of Marine Fisheries has no comment on the Town of Trent Woods Drainage
Improvement Project, DWQ# 011278.
Sincerely,

James Patrick Monaghan, Jr.
Supervisory Biologist
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

August 14, 2001

Mr. Todd St. John
N.C. Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604

®i 1278
3 a? r _
1I ) J
RE: Drainage Improvements, Town of Trent Woods; Craven County, NC
Dear Todd:
Enclosed please find calculations for Nitrogen Control for the above-referenced project and a
preconstruction notification. The project is for the Town of Trent Woods to improve their poor
drainage conditions which have developed over the past 20-30 years as a result of increased
development and the silting/clogging of drainage ways constructed through private property. This
project will bypass a portion of the existing drainage systems which the Town is unable to
maintain. The eventual discharge point associated with this project will be the same.
I met at the site on April 30, 2001 with Mrs. Deborah Sawyer, Mr. Bill Moore and yourself to
discuss the project design and objectives. Since there is not sufficient land area available to
construct a 50 foot buffer, we are requesting to be able to pipe discharge directly into a "blue line"
stream. The area to be drained consists almost entirely of residential development with 1/2 acre
lots and grass roadside swales. The enclosed calculations cover the entire area of the drainage
watershed to be discharged into the new piping system. The total nitrogen discharge rate
associated with the project is 2.1 lbs/Acre/Year.
I trust that the enclosed information is satisfactory to meet your requirements. Should you have
any questions or need any additional information or assistance relating to this matter, please do
not hesitate to call.
Sincerely,
e
vo is, P. .
Presi en
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]

cc: Mrs. Deborah Sawyer, NCDENR - Washington
Mr. Bill Moore, NCDENR - Washington
O?OF W a 1FRQG Michael F. Easley
Governor
_ William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
October 12, 2001
DWQ Project # 01-1278
Craven County
Page 1 of 2
Town of Trent Woods
Attn: Mr. Michael A. Gorman, Mayor
912 Country Club Drive
Trent Woods, NC 28562
CC: AVOLIS Enigneering, P.A.
Attn: Mr. Joseph C. Avolis, P.E.
PO Box 15564
New Bern, NC 28561
Re: Drainage Improvements, Town of Trent Woods, Craven County, NC
Unnamed tributary to Trent River [03-04-13,27-101, SB SW NSW]
APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection
Rules (15A NCAC 2B .0233)
Dear Sirs,
You have our approval, in accordance with the attached conditions and those listed below, to impact 18 feet of waters
to construct the proposed drainage improvement project as you described within your application dated August 13, 2001.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number
3287. This Certification allows you to use Nationwide Permit Number 39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers as required under 15A NCAC 2B .0233(8). In addition, you should get or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to) CAMA
Permit, Coastal Stormwater Permit, and Sediment and Erosion Control Permit. Also, this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you describe d in your application dated August 13, 2001.
If you change your project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland,
compensatory wetland mitigation may be required as described in 15A NCAC 2H.0506 (h). For this approval to be valid,
you must follow the conditions listed in the DWQ General Certification No. 3287 and Neuse Buffer Rules 15A NCAC 2B
.0233.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone Ms. Deborah Sawyer at 252-946-6481 or Mr. Bob Zarzecki at 919-733-9726.
Sincerely,
J. T???rp P . . Actg irec r
Cc: Deborah Sawyer, DWQ Washington Regional Office
File Copy
Central Files
DWQ 011278
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
August 14, 2001 f
Mr. Todd St. John
N.C. Division of Water Quality 011278
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
RE: Drainage Improvements, Town of Trent Woods; Craven County, NC
Dear Todd:
Enclosed please find calculations for Nitrogen Control for the above-referenced project and a
preconstruction notification. The project is for the Town of Trent Woods to improve their poor
drainage conditions which have developed over the past 20-30 years as a result of increased
development and the silting/clogging of drainage ways constructed through private property. This
project will bypass a portion of the existing drainage systems which the Town is unable to
maintain. The eventual discharge point associated with this project will be the same.
I met at the site on April 30, 2001 with Mrs. Deborah Sawyer, Mr. Bill Moore and yourself to
discuss the project design and objectives. Since there is not sufficient land area available to
construct a 50 foot buffer, we are requesting to be able to pipe discharge directly into a "blue line"
stream. The area to be drained consists almost entirely of residential development with %2 acre
lots and grass roadside swales. The enclosed calculations cover the entire area of the drainage
watershed to be discharged into the new piping system. The total nitrogen discharge rate
associated with the project is 2.1 lbs/Acre/Year.
I trust that the enclosed information is satisfactory to meet your requirements. Should you have
any questions or need any additional information or assistance relating to this matter, please do
not hesitate to call.
Sincerely,
vo is, P. .I
Presi en
cc: Mrs. Deborah Sawyer, NCDENR - Washington
Mr. Bill Moore, NCDENR - Washington
Office Use Only: 01127Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.' w
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
0 Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: N / A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: TOWN OF TRENT WOODS
Mailing Address: 912 COUNTRY CLUB DRIVE
TRENT WOODS, NC 28562
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: TRENTWOODS@COASTALNET. COM
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: JOSEPH C. AVOLIS, P.E.
Company Affiliation: AVOLIS ENGINEERING, P. A.
Mailing Address: P. O. BOX 1 5 5 6 4
NEW BERN, NC 28561
Telephone Number:( 2 52) 63 3- 0 068 Fax Number: [phone]
E-mail Address: AVOLISENG@ALWAYS=ON .TN . _ OM
Page 3of12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: DRAINAGE IMPROVEMENTS TOWN OF TRENT WOODS
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
N/A
4. Location
County: CRAVEN Nearest Town: TRENT WOODS
Subdivision name (include phase/lot number): BELLEFERN
Directions to site (include road numbers, landmarks, etc.): PROJECT IS LOCATED ALONG
THE PUBLIC ROAD COUNTRY CLUB DRIVE IN THE TOWN OF TRENT WOODS.
THE SITE IS LOCATED BETWEEN THE TOWN AND COUNTRY CLUB ROAD
(NCSR 1200)
5. Site coordinates, if available (UTM or Lat/Long): N 35* - 4.520' W 770 - 5.128'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
EXISTING RESIDENTIAL DEVELOPMENT
7. Property size (acres): 2.3 ACRES
8. Nearest body of water (stream/river/sound/ocean/lake): TRENT RIVER
9. River Basin: NEUSE
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work:snNCmRrmT pTpTNG SYSTEM Ma
CORRECT POOR DRAINAGE CONDTTTONS IN THE. TOWN OF TRRNT WOOIIs
11. List the type of equipment to be used to construct the project: EXCAVATOR, BOX
BLADE AND BACK HOE
12. Describe the land use in the vicinity of this project: EXISTING RESIDENTIAL
DEVELOPMENT (909A LOW DENSITY)
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
?A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: NO FUTURE PROJECT PLANS ANTICIPATED
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(ye o) Distance to
Nearest Stream
(linear feet
Type of Wetland***
NONE

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:NoNR
Total area of wetland impact proposed: NnNF.
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 CULVERT 26 LF UT TO TRENT RIV ER 20 PERENNIAL

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maRguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 18 LF
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NIA
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
THIS PROJECT INVOLVES THE CONSTRUCTION OF A PIPING SYSTEM TO
PROVIDE IMPROVED DRAINAGE FOR THE TOWN OF TRENT WOODS INCLUDING
THE TOWN POND. THE PIPING WILL DISCHARGE DIRECTLY TO A "BLUE-
LINE" STREAM SINCE THERE IS NOT ADEQUATE AREA TO INSTALL A
VEGETATIVE FILTER DUE TO PRIVATE PROPERTY AND THE ADJACENT STATE
ROAD. ENVIRONMENTAL IMPACT IS MINIMIZED BY PRETREATING RUNOFF
ENTERING THE PIPE BY GRASS-LINED SWALES. THE 216 ACRE DRAINAGE
WATERSHEAD HAS A CALCULATED NITROGEN DISCHARGE OF 2.1 LBS/ACRE/YEAR.
THIS PROJECT IS NECESSARY TO ALLEVIATE THE POOR DRAINAGE CONDITIONS
ASSOCIATED WITH THIS AREA OF THE TOWN.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing. and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hU://h2o.enr.state.nc.us/ncwetlands/strmizide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
MITIGATION CONSISTS OF PRETREATING STORMWATER RUNOFF IN GRASS-
LINED DRAINAGE SWALES PR'.TOR_.TO ENTERING THE STORMWAMER
THE MAJORITY OF THE AREA BEING DRAINED CONSISTS OF EXISTIN dW
DENSITY RESIDENTIAL DEVELOPMENT. THERE IS NO COMMERCIAL OR
INDUSTRIAL RUNOFF WITH THIS PROJECT.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wri)/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N /A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No [3
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ? N / A
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 481 3 1,443
2 -0- 1.5 -0-
Total 481 NONE
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NONE REQUIRED
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
-NO NEW IMPERVIOUS AREA PROPOSED_BY,THIS PROJECT. S.TORMWATER
RUNOFF IS PRETREATED IN GRASS-LINED DRAINAGE SWAT,ES_ And nF'
DRAINAGE AREA IS EXISTING LOW DENSITY AREA. 10% OF DRAINAGE
AREA IS HIGH DENSITY RESIDENTIAL.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
ALL SEWAGE DISPOSAL IS EXISTING AND IS A MIX OF SEPTIC SYSTEMS
AND PUBLIC SEWERS.
XIH. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 1Z]
Is this an after-the-fact permit application?
Yes ? No 0
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NOTE: SITE WAS PREVIOUSLY VISITED BY DWQ PERSONNEL (TODD
ST. JOHN, DEBORAH SAWYER (WRO) AND BILL MOORE (WRO)) ON
APRIL 30, 2001
MAYOR. TOWN OF
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
0 99N
l?f
An
ti
° Z
=i
A-A
S2 C>
ENO
{n m >0
(X^?Oz
yS?
a r?
?o
O t? QD V O? fr ? 4 N ?+
n nn?tp?m +J ?sr? ?c?v??p?pr?rr?i (p')(p?c?m?igi
Z ZZCZ?QmfA.IVrN? ?A °Zm-ZZ
yyygymm?m`i'?Vj??K?K?D??-?1Cmg8?-?y1
??y/3 (N??(5N?d (??ZCL<°a ??? s?7?y??°????//rZp?Zp.? ?.pAG Ase .zyy?yy?
' S S fg s< Vl y N N S o y 6 }?7. A S 2
Q ? c Q
rsl ?io iN? ?m?z ?s??iZ cl?'n?i5
c z z
?Qi{?? r•Sf???s? ?°C?g
z z
° F- > F ss -t Sn
RJR
25
058 j?OANm
g ° ~ m ?'
° A F
? ? m v 5' O a u N ? y
n
t

N ?n A' App' A' Ft W -W-pp R'

N N N N N N N
P P P P T > Y
?
$ ?
$ o
g +
g o
g
g
$
o g g g g g o
CA A AA?g=xx mmm a
g K afo ?6 Ziag
?; ®oo ll ®-9 g ; .
cc °
m y i j 9099 ai m A r G ??
r?Ei > z
A
g S ?n' Q m s ?;
m Qx
Fn A
y
?M
y y ?
o?
o
Z
O Z f
o
zdz
ocnc1l
z
r

o

0 DRAINAGE IMPROVEMENTS

OWN OF TRENT WOODS
AS N
SCAM
o TRENT FOODS, NORTH CAROLINA ??? AVON ENNGUiEEPJNG, P.A.
i
b
°
DATE, 7/25/01
n lJ 1 Po B" ,sss
. WW eoa+.
zas
m
COVER SHEER (252) 833-00ft fm (252W33-8307
-1
171
s:
I9
ga ?
/ i
i
i
"

e
g DRAINAGE IMPROVEMENTS
° COUNTRY CLUB DRIVE
F21 TRENT WOODS, NORTH CAROLINA
OVERALL SITE PLAN
AVOLIS ENGINEERING, P.A.
qM uW En'*a tel Engkr ".g
P.O. BO% 15561 MEW 98K MOMiM C RMW 26561
PHOM [phone] FAX' [phone]

i /
/
/

y.. s s

6N!
v

9
s
I

?'
• tr O
AS

1
MMEAMI WE - Me
xx
to I (-? - D]iA.iN
S AVOLIS ENGINEERING, P.A.
COUNTRY CLUB DRIVE . a.6 an6 E,.V 6 td DVW*o leg
TRENT WOODS. NORTH CAROLINA P.o..'sw NOW em. NORTH QARMW 26561
'\' ? PI101[: (252) M-000 PIS: [phone]
I " I - PLAN & PROFILE STA 0+00 TO STA 5+00

'. 1 t
1
I
k !I
H l
I I
1

w I
1 I
1 I
1

1 I
f I I
I
I

w
R
- e?
i
R+ e I
II ?? I
ecvolim
II RM
g
I? I ?o a
I?
I. ?I
I I II
?? II
II II
I II
I? II
I?
!I
I II
II
I' II
II
I} II
LI
?I I I I ?
I I ! I HAM
I
off VI.I.Mm
DRAWN BY- RFM
JKA
I I I II I
(22)-

-0-
' i t t l1 4
wk
fill • ? '
S

E° o ? ' n =
g ^ DRAINAGE IMPROVEMENTS AVOLIS ENGROMING, P.A.
1 COUNTRY CLUB DRIVE } cM ,,• E, x,,.,,.,m a*.,Ug
TRENT WOODS, NORTH CAROLINA La PA .'5W WW SM. NOM QARO M 20361
PROW- [phone] FAX [phone]
PTAN A, PRnrn-V QTA a-nn -M c n. . n nn
€.
g2
?i s
f s
if
g
w"w

112
W-W

r
a ,

I I 11 1 2
w 17Cx

o?
11
Eum
£ Im
oil

I ?? o
If
i
i
e
-
e-
J I '
if
f i
I i I
i l
g i

n
+ n
I

p
;
-
.•C) ?i
0
????//111(
t
I
n
i j
TTT
A4? I t ? I ? ? t
39?l A7gH ?? ?
IA ??
1i
I
a VA
I
S a
I_ mill
I? ?
e
I,
e
ii4
y g1D6 '?' I
g
3!1W Alm
I I ??
a
I
I I ??
?I I
1I_
I'
Vl
I
I

DMINAGE DUROVMZNTS
AVOLIS ENGINEERING
P A.
AS NOTED
L 1 COUNTRY CLUB DRIVE ,
r ova cn.va
t
G fny?,wMy M
lay., ggn
TRENT HOODS
NOR }
M
0
CA102M
N0
?'s6Q1
?
MW 9M "n
,
TH CAROLINA M

OM
rNC (
?? t?sz? ass-aoee zul ear3--
WHOM[:
-ewe
.

f?M-725, 01
-

PLAN & PROFILE STA 10+00 TO STA 15+00
0
1-1
G

l ?R

6ro ?

A 111,1 1(11h

n

E: _-?•
.l
a? •? O r-I
0•

y

DRAINAGE • WROVEME4-. AVOLIS ENGINEERING, P.A.
COUNTRY CLUB DRIVE } aht aw Enwo tol Engh.. I.g
• }1 TRENT WOODS, NORTH CAROLINA '.a KX M" WIF WM. NWM CAFAW 20M
ROE [phone] FAX ("2) 617-M7
PLAN & PROFILE STA 15+00 TO STA 20+00
I ? -D-
?? I y
M
?I
s
1
mo
a
?i
0
} e ?
I I ??
?I gal I '
I r
1
all

m Nm %-- i 111111
n
RS;d

S
a
A
A A
E°
0
°v
L_
o ^
C 11
m
$m
I I I
IOI
e I
I?
I ?a

?I
I
?
I

e?
I
11
I
I
I?
I
I
I
\I t

x01 1
1s
f l 1 1!
o
DRAINAGE WROVEMEN 0WOW
fS
COUNTRY CLUB DRIVE AVOLIS ENGINEERING, P.A.
.
aN aW a rim "k ae .y
TRENT WOODS, NORTH CAROLINA ?
R10M [phone] FA L• (2521 637-6507
DATE: 7/25/OfU
PLAN & PROVIM STA 2n+nn TO 4-rA 9-;,An
F-1
I )-
N
I

a
\ 1\
sa
-16
Z:. s=
,,,,?,s • ..,E
G

I
'%
s-
t '. Vol
4
?t
I
I
11 ?I ?
v I
J I
f,J
d ?
uc_ ? 0 4
c DRAINAGE IMPROVEIEDiT?.?
P A.
m L 1 COUNTRY CLUB DRIVE A AYO S?ENMG?I td &*V.Nftg
633M-7
°s TRENT WOODS, NORTH CAROLINA v'0'RIO/E (]5? W-_,666) "E"'!S3- -0OQ!M'FAL•"°m" ?(RS2) 655-!507
F PLAN & PROFILE STA 254-nn Tn "PA gn+nn
a
t ?.
n
I D
NN
i
ti
d

All
P
/ I
t '

0
?o
°V
_
m
?? 1? I II I I
UE- A>OIW 4A
?1?1 -

I
P!
(
I ? 1

a

Igo
a9
+1
I
C I?
I 3
I
1? t
?? I? t l l i( I
a

D
GE IMPROVEI?NNT
AVO
MEN INEERING, P .A.
1 TRY CLUB DRIVE
TRENODS
NORTH
7 A
CM
°m 80 IN" NEW MOM °A"01M"''
M
V.J ,
C AROLINA
---
- _NN MOM (252) 033--0 FAX (25* =-M7
PLAN & PROPIIM RTA Rn+nn TA CPA aaui 4n
?33
e
a
1-1
i
7 IS
+ 10
a
g? if
b ? a
1
I?
1? t
Og
O g
o
n
F--1

fd

i
ON
AIR
fE

g'
2S pp fill
>?v
T?
8
$ m
12 ?
gR
b
^L
gg

E
o
0000000000
0000000000
T
°0000000°a
000 000000
0 0 00 000

1
!000
0006 0
'

O o g
ho r-

00 2

0
2i -
?io
a
M
1
a
0
-I x °°°°isg°°°?° a
4 ? ` Iy ?
8
k
59 \?
?59
cn ?--,r- i

O•

minim

o ^
1 DRAINAGE IMPROVEMENTS
TOWN OF TRENT WOO
S

o D
TRENT ROODS, NORTH CAROLINA AVOLIS ENGINEERING, P.A.
CM
d E
7
t
an
m
ronman
d EnabseAna
PO BOX IM". NEW BERN. NC 28581
DETAILS [phone], fax [phone]

n
1
0
y
;mv

K
4a
!7 8
i
i
K
S
Pa
0
QI

y

0
0
a l-?
°s
c?
a
p
i
DRAINAGE IMPROVEIO;NNTS
TOWN OF TRENT WOODS
TRENT 1POODS, NORTH CAROLINA AVOLIS ENGINEERING, P.A.
Cid OW Em*P-tai EngMlvtny
PO BOX 15584, NEW BERN, NC 28581
DETAILS. SEEDING SCHEDULE (252) 633-Does, 1- (252A33-SM7
a
i3
8
0
0

IN, Z:
; ¦ • ?A b r r

- IA.
R _
4 ?r 5
-
^' t R R
$
1
(( _
?rry
••.?.... r 4 ;:•?.• te,,. .Y

>
• t r r ` --
1 Aw
? APPROXIMATE WA TERSHEAD AREA .?
R •

1 J??{`?
:lU ",,,,''.
? l
? ..1',,.
3'...
mo '

? . f
a s t,. • ??
. ,?

Ilk
Tre nt _-
--? * APPROXIMAT E DRAINAGE STU DY AREA
;T .. • i t -
w
R •
00 .
• •

.,
in lub
A
w ¦

- ? 4 r* +
?
R w row
a w R «• • •'
•,.
r •
• r

•1' I • w? r f 1 r R .?
• s {I+ ff

• f
4AL

_
• '? I
oft .5° ''x•R' q Z' 4

. ?r { •?^?fa ?' - r Y ; r , ? : 5,1.'.°' ? €t?4".'7? ?,',c c ate!"'r .°?i?,.!?a?"

•?

' _4. .A -
' ? }?•r-k+Ci4Y
d.
• ? ?y.•fJ ?Y .. 'f
•f'p???

`?E
-"' '
hPe?
r '• r.., ,L ? ?'
? F

tJn r• 34
2L,£ y. '?.?Gr. -f /:?Y ti.p ?` .•
43,b-7 4 '4 }'y

",y"y.5 w'tr ..? 1' -r?-..7. y `).?'. `ice 1 ^4
a .
.
? i.w.?.w^ t
p .
V
?? ?y}? iT

3-0 upogno im"ript 0 1999 uoiA21a8 um m, m 99996 mm uasa: umsa I---15ug tt 5cm: 1 : 12rOW uetau: a-u uatm: wAtla
Tardy Projects
Subject: Tardy Projects
Date: Mon, 08 Oct 2001 15:28:14 -0400
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
To: deborah sawyer <deborah. sawyer@ ncmail.net>,
"Tom Steffens (WaRO)" <[e-mail]>
CC: "Todd St. John" <[e-mail]>
Deborah and Tom,
I need WaRO comments on the following projects.
011299 Uplands Sewer Issue? Looks fine assuming that the
ditches are truely that and are not modified natural streams.
011233 Roughton On Hold? They need to address CAMA unless you
guys think its outside of CAMA jurisdiction.
011278 Trent Woods Issue? This is the Trent Woods site that you,
Bill Moore and Todd St.John visited. Let me know if you concur with the
grassed swales approach. I'm putting the file in Todd's box for his
review and comments. They're impacting 18 to 26 feet of stream and no
wetlands. However, they did not address whether any wetlands will be
drained via the grassed swales. I'm not sure if this is an issue.
I need comments on 011278 and 011233 by Thursday and 011299 by next
Thursday at the latest. Tomorrow would be better.
- Bob
Bob Zarzecki
NC DENR/DWQ 401 Wetlands Certification Unit
919-733-9726
N

'2 Clf
10/8/01
L
AV OLIS ENGINEERING, P.A.-
P.O. Box 15564 - New Bern, North

i WIC J. _/ Ukii
Carolina 2,856.1.s X2521 633-0068

Mr. John Dorney ?J? J ??
N.C. Division of Water Quality /
1621 Mail Service Center Z5Z
Raleigh, NC 27699-1621 t/?/Ck?SU`i.?" - ???' O
RE: Drainage Improvements, Town of Trent Woods; Craven County, NC
Dear John, 0 1 1 2 7 8
Enclosed please find calculations for Nitrogen Control for the above-referenced project. The
project is for the Town of Trent Woods to improve their poor drainage conditions which have
developed over the past 20-30 years as a result of increased development and the silting/clogging
of drainage ways constructed through private property. This project will bypass a portion of the
existing drainage systems which the Town is unable to maintain. The eventual discharge point
associated with this project will be the same.
I met at the site on April 30, 2001 with Mrs. Deborah Sawyer and Mr. Bill Moore to discuss the
project design and objectives. Since there is not sufficient land area available to construct a 50
foot buffer, we are requesting to be able to pipe discharge directly into a "blue line" stream. The
area to be drained consists almost entirely of residential development with % acre lots and grass
roadside swales. The enclosed calculations cover the entire area of the drainage watershed to be
discharged into the new piping system. The total nitrogen discharge rate associated with the
project is 2.1 lbs/Acre/Year.
I trust that the enclosed information is satisfactory to meet your requirements. Should you have
any questions or need any additional information or assistance relating to this matter, please do
not hesitate to call.
Sincerely,
P
i ???2? 1
e vo is, P.E.
Pr cc: Mrs. Deborah Sawyer, NCDENR - Washington
Mr. Bill Moore, NCDENR - Washington
L
AVOLIS ENGINEERING , PA
PO Box 15564 • New Bern, NC 28563 [phone] Fax [phone]
CALCULATIONS FOR NITROGEN CONTROL
DRAINAGE IMPROVEMENTS
TOWN OF TRENT WOODS
TRENT WOODS, NC
CRAVEN COUNTY
Prepared for:
Town of Trent Woods
912 Country Club Drive
Trent Woods, NC 28562
Prepared by:
Joseph C. Avolis, P.E.
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28563
of
June 5, 20 1 E
FNGIN?tiQ. °?
..............
Project: T r,?a O F 1' 7 064DS
' Post Office Box 15564 • New Bern, NC 28563-15564 • [phone]
1
1
1
1
1
. Post Office Box 15564 • New Bern, NC 28563-15564 • [phone] PrOjeCt' TOI^)I) 0 F -1 Egg' T OQt76
+?nrFUVCr+GVI -

' Post Office Box 15564 • New Bern, NC 28563-15564 • [phone]
1
1
i
i
i
LJGU.c. jirvr•,r,vyt. ?-Ir
Post Office Box 15564 • New Bern, NC 28563-15564 • [phone]
Proiect: 7043 OF -r90.v'7- l,J660-'5
vii?7 +i WJLiVVii1iG, iLa
' Post Office Box 15564 • New BBem, NC 28563-15564 • [phone]
1
1
1
1
1

l
:
.... ....... ............................. ......... ....
..

.. l
l?.?/..??......./'11,I.......?E?4Zr1?.r!kl........4./<r?......... ?...... N!i!. .. _?..,E.. G.c...> ..?D .......q....
........
1
1
`
1
?
s
.
?
i
'
,..............1tr/!._..> ....u......C.Ct,!l..t
..........?E...,..W..
.o.. ..... ...Rio.r4D .................................<......
o- ................ ........ o.................................>.... ........ ..
.... .. .............................;.......................

s

%
o
?A..1.......i wig...-............ Q.........i........
Y Y
Y
Q 1 {
- E

i
t
i j
--
2.. .,•G.
A ?..
: i
€ €
€
i

t
i
Y.........y-........y.......... € f
E
"
t'
.
.r ..:.........:....... >>... ... ...... Y.................>.........>.... ....i.......... i...
....:... ....:...
Y
i
s
{

. ...::....
t -r!4 ........
.5 3,(a 11 b5 : ,..

t
t
€
t
...:.........>...
M.....>? a ........`t'?....:? . Z { Ins rt a°... . ...5....
-
t
E
t
>
t
i €
€ j

CC U
0...€'?. ' ..
y
........Y ......................................s........,..........,.........:.........:........f........Y.........>.........>.........:..

l
i........ ;. ........<..........>.........>........'......... ?.........o E
........ ..... ..............Y.........;.........i......... .r
?it•?
....F..._Y..>.:5....>..T2.E...._1................. _A....5..?.C . ?E ?`FoLE E.....
I?,-.........y ..........................,........:..................Y......._ri €-- ( 1
NEW '........ r..P ,? I. .P?........ 5-? f
.. ...............:.:......................_.....
t

........ ....... 6..; ?a
ITI
...........
..... iFlit ....:
...................... ........ ,........
...................................
.........: ............................... ..
............................... ..

t

. ..

E
,
i
i
t

........: .... 3..
.................. ........: ................. ...................
, ........ ... :....................:........ ...... ...: ........:...... . .................
p........a .........:........:....
i
%

;
#
........:.......... .........:..................€ t
.................... .........i ..............
t ... ...<.......... i.......i.................. .........o..... .. .. .. ..

...:.......:...
.. .. .. ....i... ..

.......:....
i
E
#
:
Y

......j.l.P..oki ........... ..F ..._D.t!wi. D. 4 ....?4. ...: - ?0 + a + ? : #
. :..... - ...I..,..
1......4-?.I ?.5...?.:........I.oz.-.?-
r?
E (
¢
...
LL 1
.........:.......

i
;
3
442
£

i
E
i
........Y.........i.........i-........r ................c.........:........:,........:
t _
............ ?.l•...........E..t?P??n?A4 ? t
? cs
Z 1. .. A
r.........y.........i ................... -.. .... 5.... i

t..
#
#
{
t
........ o........ •;........ •r........Y ........ ........Y.........r........,..........y........ ........ t.........y.... _...>........:,........ .........Y.........r.........>.........y........ y........;..........y.........i..........................;.................... ..
t E
F ?
' ........:........:........:................ . .......
Y > > > .............>.........>............................,.........,.........y......... ..€

....> ..........................
PO ftr
4 r Y

t
I
i-........>.........>.........> ........ ........ .................J ........................
..................................................
i i .. .. ..

.
.. .. ...................

Y ........>.........r.........> ..........................................
r........Y.

PJ 344
..
[ i E .. .. .. .. .. ..
.. .. .. .. .. ....

............. .. .. ..
..

F ................:........ ........ ......... ......:........ .....
............................
.. .. .. ..
Y

......:... .
... .... ...:
.:.. ..:: ....
.... ...: .... ..
Y ...........................:...................>.........................:..........................................., ..
b

........ ......:...
................................................................ .. ..
.........................

S

I
7

Figure 2a: Method 1 for Quantifying TN Export from Residential Developments when
Building and Driveway Footprints are Not Shown
Step 1: Determine area for each type of land use and enter in Column (2).
Step 2: Total the areas for each type of land use and enter at the bottom of Column (2).
Step 3: Determine the TN export coefficient associated with right-of-way using Graph 1.
Step 4: Determine the TN export coefficient associated with lots using Graph 2.
Step 5: Multiply the areas in Column (2) by the TN export coefficients in Column (3) and enter
in Column (4).
Step 6: Total the TN exports for each type of land use and enter at the bottom of Column (4).
Step 7: Determine the export coefficient for site by dividing the total TN export from uses at the
bottom of Column (4) by the total area at the bottom of Column (2).
(1) (2) (3) (4)
Type of Land Cover Area TN export coeff. TN export from use
(acres) (lbs/actyr) (lbs/yr)
Permanently protected undisturbed 0.6
open space (forest, unmown meadow)
Permanently protected managed 1.2
open space (grass, landscaping, etc.)
Right-of-way (read TN export from
Graph 1)
Lots (read TN export from Graph 2)
TOTAL
Graph 1: Total Nitrogen Export from Right-of-Way
25.0
20.0
v
15.0
c
t:
0 10.0
X
W
Z
~ 5.0

0.0 --
0%
ZU% 40% 60% 80% 100%
Percentage of Right-of-Way that is Pavement
120%
10
Graph 2: Total Nitrogen Export from Lots
Total Nitrogen Export fran Lots
12.00
10.00
8.00
a
6.00
U
Z
~ 4.00
2.00
0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
Number of Dwelling UnRs per Acre

11
' Figure 2b: Method 2 for Quantifying TN Export from Residential / Industrial / Commercial
Developments when Footprints of all Impervious Surfaces are Shown
'
Sty: ?etermine area for each tYPa of land use and enter in Column (2).
' Step 2:
Step 3: Total the areas for each type of land use and enter at the bottom of Column (2).
Multiply the areas in Column (2) by the TN export coefficients in Column (3) and enter
in Column (4).
Step 4: Total the TN exports for each type of land use and enter at the bottom of Column (4).
' Step 5: Determine the export coefficient fcr site by dividing the total TN export from uses at the
bottom of Column (4) by the total area at the bottom of Column (2).

(1) (2) (3) (4)
Type of Land Cover Area TN export coeff. TN export from use
(acres) (lbs/ac/yr) (Ibwyr)
Permanently protected undisturbed 0.6
open space (forest, unmown meadow)
Permanently protected managed 19.
open space (grass, landscaping, etc.) enr_
Impervious surfaces (roads, parking 21.2
lots, driveways, roofs, paved storage
areas, etc.)
TOTAL ---
The rule requires that all new developments achieve a nitrogen export of less than or
' equal to 3.6 pounds per acre per year. If the development contributes greater than 3.6
lbs/ac/yr of nitrogen, then the options shown in Table 2a are available based on whether
' the development is residential or non-residential.
l

I

Table 2a: Nitrogen Export Reduction Options
Residential Commercial / Industrial
If the computed export is less than 6.0 If the computed export is less than 10.0
Ibs/ac/yr, then the owner may either: Ibs/ac/yr, then the owner may either:
1. Install BMPs to remove enough nitrogen 1. Install BMPs to remove enough nitrogen to
to bring the development down to 3.6 bring the development down to 3.6
Ibs/ac/yr. Ibs/ac/yr.
2. Pay a one-time offset payment of $330/lb 2. Pay a one-time offset payment of $330/lb to
to bring the nitrogen down to the 3.6 bring the nitrogen down to the 3.6 Ibs/ac/yr.
Ibs/ac/yr. 3. Do a combination of BMPs and offset
3. Do a combination of BMPs and offset payment to achieve a 3.6 Ibs/ac/yr export.
a ment to achieve a 3.6 Ibs/ac/ r export.
If the computed export is greater than 6.0 If the computed export is greater than 10.0
Ibs/ac/yr, then the owner musf use on-site Ibs/ac/yr, then the owner must use on-site
BMPs to bring the development's export down BMPs to bring the development's export down
to 6.0 Ibs/ac/yr. Then, the owner may use one to 10.0 Ibs/ac/yr. Then, the owner may use one
of the three options above to achieve the of the three options above to achieve the
reduction between 6.0 and 3.6 Ibs/ac/ r. reduction between 10.0 and 3.6 Ibs/ac/ r.
12
I
. a .~rz, .z r 7 ^~a2-y a~°"t .r^T ~,r N -s'm~'-~~" ~hc,'; t
' ~ r - t. _ ~ `

V
~ cn O ~ n - _ L r ~ MAGNETIC NORTH
D o x ~ z ~
V~ ~ _ ~
d 0 4 -
5 - ~
Z 0 '
~ . - 1~ 6 - l Z
g '4 p po
d 1 ~ '1 - ~ , g ~ ~ ~Z o ADOPTED BOOK OF MAPS 1983 PAGE 569
0 Z ~ - 0 ~ - ~
~ ~ ~ ~
~ o ~ rn o ~
'1 ' rn 6' 2 - . ~ D N I' _ cA- 0 o~
' C ~ (n t1} O ~ n ~
- - / ~ r ~j O N ~ m 2 c
Z o ~C ~ ~ O o om ~
~ o n m z to cn N - 8 N ~ ~ Z Z~ ` cn O -OC~o~yrnCn~aC~N- m
~ W, 9 ~ - o ZO N - ~ s _ M 6 Z ,0 I o D ~
~ ~ • 8 a. o ~ 6~ n Imo ~
~ ~ o, ~ ~ ~ ,1 ~ 161 is N p1 ~m~ cn v, ~
U' N 9 y NNNtncncncncnNyty 4 - m cn-cnooooocn_c~ -
cP, ' ~ ~ ~ ~ (n ~ 0 ' / S ~ ~ ~~o ~
(y I , ~ o~ooooooo~?o ~
w ~ ~ P. t~, l[ 4 N ~A. ~ s ~ ~ ~ ~ ~ ornooooooorno . om
~L o m Z n' ~ N ~ W w_ J~ s~ s Q von STo ~-t-
' tr' a N ~ O ~ w ~9 -1 - ~ N D ~ _ G» ~ r
.p ~2 o O w _ g ~ ~ c m m ~ ~
c' 9 ~ ~ o, r , , . ~ ~9 a m _ ~ ~ p m wrnruwcncnt~~~yw 2 rn ~ tfl(,~R~(flNNR~-~Cfl~Cfl G)
cn ~ ~ . ~ , c , O F` P r~'
• ~ c, ~ ~ , `-~1 D is o „ 26. ~ ~ u ~ NR5-~~WWG.1UlOJ~-~ T
=U ~ ~ , , z ~1CDQU.I~~Q;U1(1JU1- c, M N
w P _ ~ ~ ~
i ,'y ~ ~ O 1 _,t p r
G U / ~ Q n
Q ~ S ' ~~ti L ^ ~ ''o + e m ~ Q.
~ , e _ c~ u ti ~ - S 4t 2p ~N ~ ~C~ c ~ W ` ` ~"Y~ ~ . i CnG.~-oo000cu~-QUt O
I ~ ~ ~ ~ W ~ -ate , tb.~ t,~ ~ t, s _ ~ O wNrn~000-~OaN O
- rnCnrnN0000-0~
. ~ 6,
r ~r N ~ a a 2cnv}cr>cn222222 _ n
w ~ - ~~WG.~O~G.1N1lO~~N I
i~O ~ i ~ ; . 3 N ~ CON(~O~U~NO~~~U-
1 sn W ~ J ti o 0 0 0 0 0 0 0 0 0 o Cp
~ I N 0 ~ JJJ w owN-cnocnN-=- m
WO , Q ~
Nd ~ ~ 0 ~ ~ s s o
~3 ~ Q ~ \ ~ o_ ~ o ~ ° ~ CJi.p0~Eb0~NQaC~~-AVi 2 > O
00 ~ o. ~ © ti p o S ~ - ~ - O o ~~~~~~mmmmm .Q o
Q, o.,
2 ~ ~ o-, _ ~ . S o - F
~ ~ • ~ _ s o, 3
Q ~ z O- cp, ~ ~ ~ ~ ~ ~ ~ rn
-r
~ Q Sac S ~ O, ~ r c. O c', p, -'r 6'- ~ O ~ O ~ ~ F ~ y ~ ~O ~
o m ~ ~ ~ ~ m ~ ~ ~
n ~ - -
rn ~ m ~ ~ ~ m i i `4
p ~ ~ cn m o ~ ~ ~ ~
00 0~ m o ~ ~ o~~ ~ N 0~ _ _
N ~ ~ , ~ ~ Sn3 ,,.a~dK , - ~3 a_
~I y ~ . o, r , w ~ ~ rn w o / ~ ~IQS - 1 _I_ -
i g~ S ~ ~ - '
ro ' 3 ~ f~ 3 ~ ~i C ~ , ,
~ n U1 ~ r , ~ l~} ~ l i ~ ~ i ~ '
O ~1 ~ ~ ~ ~ ~ ~ ~ ~ ~1
rn ~ D (n ~ Q' ~A nl (n ~ ~ ~ ~ , Z / ~ d ~ , ~ ~ 6 CRICKET? ROAD
4 G~ 6 , Z e m rn ~ ~ / ,0 e ~ ~ - ~ ~ i
~ ~ ~ A~ / ~ Sd v ~ ~ L ~
~ ~ `V ~ . ~ ( ~ . 2I S N ~ I ~ ~ _
m ~ ~ w i 9 L o Z~ m
1 m ~ ~ m A ~ ~
~ •2~ ~ Z c, ~ t9~ 2 ~ A FS ~ J I ~ 3 c f ~2jdD o
~ ~ r , r m ~
m 1 ~ i m - ~ ~d'
i ~i ( i y 9 odo
~ , W D~
i ~ i
~ i O o ~ o
1 p

_ , 4 Y - h •p Y ,a.4 ~ Y, ti
- ~
_cno ~
r - m ~ 1~ M AGNETIC NORTH
c~ x ~ z ~ z ~
~ ~ 0 4
~ 5 , , o ~
Z 0 6~ - ' N
~ Z 9 - ~
0 ~ po d ~ 1~ 1
- ~ Z ~ Z o 1 ADOPTED BOOK OF MAPS 1983 PAGE 569
~ M ~ ~ ,o
/ r ~ ~ ~
0 ~ O O ~ y ~
m 0 ov
' C - cn cn o n - a _
N ~ / ~ m` r ~ p Z cS Z ~ 2 ~ c
o , ~ 'y G> >C L R1 ' ~ o - n m p ° (n o m I I C~n(~nC~(~nnn ~
N - Q ~ m w ~ 9 ~ ~ ~ ~ I l l i l l l l l cn O O ~ c -O yrnCn-AC~.~N- m
2 ~ ~t ~ ~ 0 2 N 8 _ 1 ZO a. o M „6Z ,0 0 ~y~ D ~
6~' ~ ~mO ~
~o - ~ , l ~ l 61 N m C. try ~ C' ~ ~ ~ ~ n
m N ~ ~ c4 0 / ~ p 0 ~ ~ -i NNNtnU~CJ~Cn(nNyN 4
- ~-v~ooooocn-cn -
S7 O - ~ ST, ~ ,G ~ ~ ~ ~ ~ ' ~ ~ ~ o~,ooooooo~l c~ o
~ ~ ornooooooorno o~,
• z ~ n ~ 1 w ~ ~ Q v' N O ~ a w v ~9. S F ~n~
. ~ - N _ 9" ~O ~ - I- ~ G~ I~ ~
S? _ ~ ~ ° n Cp 0 0, ~ sz, ~ I~ my
o r s,'T,~ ~,,~t ~ ~9 ~ W c v~ o ~ ,t . ~ 8''F m ~ ~ ~ o m m W01N(.~U1CnUi.~~y(,~ 2
Z ~ cn ~ ~I , ~ , , ~ ~ CO(~Nt~NNN-AC0-At0 G~ F O
V .r; 11' r u N NN-A-~wwwcn ~ o~ ~ Z
r- Z ~ \ v N ~!C~OwrnrnrnCncNCn-
; _ ~
~ ~~i a:.-`; .yam , ° , n, tr ~
N v ~ r~ 'J O 1. ! E.S z.°.O`^ Y -r. A U h: ~J ~ ~n
F 'yip .i~`~ f~ ` ~ ~ N p, \ ~ m 1 / A c ` m ~ C ~ l1'
m ~ ~ - '1 a ~~e.. ~i 6, / cav ~ 'rte':,.'. w E ~ ~ A l ti v' ~w-~OOOwO-A V1 O ~ E • . . . . . . ~ ~ •
(1 O N L~ lY C/.~N~
`D do nta d, yY`~. ~ off, a O h„ ni.. a ~ ~ j ~ 000-w0~N ~ rncnrnNOOOO-O~
_ o,~ , ~
<< ~ r' c. 2cncntr~Cn2222 22
~l o~ n
~ ' r " ~ N sn rnrnww~c~aN~~rnN Z
,~ti ~i~ w, 3 ti CflNt~aONyNO~-N-- ~ i 0 0 0 0 0 0 0 0 0 ,o o Cp
ti o ~ ~ OwN-CnOcnN--- m
WO , d m -O-vN-~N~N-AO ~
s ~N Q ~0 ~ s ~ ~ o. Q ~ so ; ~ --GaO~A-~N-ANN - ~ ~
Q ~ o ~ ~ Oo ~ ~ ~ O p~ ~ ~AO)o~O~NQ~(DO)-Atn Z
O, s _ 2 p o p O O ~ • o ~~~~~~mmmmm
o ~ - o ~ o,
2 - so F
N so _ ~ i to
s ~ ~ ~ rn rn
o m F o ~o
-4 ~ m n n D ~
z s ~ o o~ n
• • m ~ °a w~ ~ m m ~ ~ ~
0 0 o w ~ / i ~
om N X ~ ~ 1~
~ ~ t~ w y ~ N app ~ 5~3 ,,~~hN,
w ~ 1 cn ~ ~ ~f~~ 105 -
~ ~ ~~n
v~o w ~ ~ ~ ~
~ \ u~ , ~ o ~ ~ ~ , ~ o ~ 0 0\ ~ i
, ~ m xj ~ ~ ~ ~ ~ O ~ ~ ~ c 3 „ ~3 ~
mo ~ ~ ~ v', z _ mm 6 ~ ~ da ~ ~ `6Z L ~ I CR ICKf T7 ROAD
z ~ rr 0 , 06 y i ~ 0
,L ~ 3 - ~ ~ ~,f^~ 35n ^~y
~y ~ r m w 1 ( 9 I S , ~ 1N ~ D •Z ~ y
m i~ 9 ~ ~ a 1~ 6~ o ~ ao l 2 p y
~ ~1 ~ ~ ~ Z~ iv m m a
2 r- ~ ~ t9~. 2 ~ c9 A t9~ 9,~F~ D i
~ l 1~ m + v ~ ~+s ~~d0 0 m ~
1 m v ~d~
r / i ~ ~ y ~ i 0~ ~ Od
\ . W - y-1
l Z
O p ~ o
D a
..._._s....~_.~.~.._____~.
_ i r n.

_ _ _ _ y r. e c'- q ' _ x x. ~ f ~ i w W „'F . v „6~ F-'
. ~ ~ f~. - s
i
~ 9 ~ ,cnO ~ A MAGNETIC NORTH
r r- 1~ ~ : ~ ~
ZOk ~ i _ 1 11J - O ~ -
d
0 4 , ~ ~~7
5 ~ , Z
0 , 6~ - N
l Z g ~
0 0~ a l ~ ADOPTED BOOK OF MAPS 1983 PAGE 569
c~ ~ . ~ O ~ 2 ~ ~
1 g 0 0 ~ ~ yr
~ ~ ~ - ~ ~ p O
i y ~9 0
m . ' ~ D N D 6' 2 Ob
C , ~ (1? O n n 2 nn C
N - ~ ~ m - ~ ~ O om ~ ~~~~~a~a~c~ ~
~ o ~ L c~ ~ ~ o ~ a ~ nl ~ ~ ~ 8 L
N ~ ~ N ~ w ~ 9 ~ ~ 2 cn O -Ocoa~yrnU~.~(~N- m ~y~
o A~ ~ s O M 6Z ,0 I o ZO N tr` ~ o 2 o r~ D b
.cS` 6~ bmo ~ ~m~ cn v, n
~o - N m C~ ~ C~ ~ ~1 N N N C1t Vt CJi Cn Cn N \I N O
~ m ~ ~ 0 ~ D N ~ 9 w c~, O 0 Q ~ C~-~00000~-(n -
s ~ _ ~ 0 ~ ~ ~ c~no ~ ~ ~ ~ b 0~0000000~10 ~
Q., O X c~~ m ~ o ~ p~ ~ ~ ornooooooorno
~ O m N I ~ u w° O .O ~ om ~ bc~b
N 2 n o u. ~ ~ N U ~9. ~ C.f O ~ N ~ ~ ~ N ~9. Qo n - r-
y N r,; ~ c~ n -c r- m
n ~ c _ ~ p, , , , T 4 ~ ~ y m ~ O m wrnNwcncnc~~-yw 2
~ 9 8-, m ~ O Cn ~ . ~ ~ , 0 F 0-, ~ cn CO(~.~NCQNNN-AC~~CO O
z ° Z ~ ~ ~ --fL' ~ ~ r ~ `L ~ 1 n Z
6 ~ 0 ~ C u N N .p ~a C~ vw cn ~ ~ - I ~coOwrn~a~cnwU-
0 t z ~r ~
m i r' ~ -
n ~ r " l+ :;g .l V d .
/ r ~ ~,-yi , A ~ ~ a'' c u ~ ~ _ t _ ~ Q s ° V ~L h e Q J - ~ f7 ~
~7 Q / G ~ ~9 ~ N W Ut U~ Cn -a 1j W Z caw-~ooawc~~c~ o
Ca QJY ~ ~ . IN ~ ' N V 4. ~4', ~
~ o wNrn~000-G.~Q~N O rnc~,rnNO ~
0 Q ~ A ~+'I , ~ ~ - - - - _000-0 -
N ~ . y.. ' it
h ~ 2cnt~tncn222222 n
3 / ilv p ' _ rnrnww~c~~v~o~rnN Z
S ~ ~ N ~ ~flN(NON~N~~-N,- , " 0 0 0 0 0 0 0 0 0 0 o p~
~ti - w , ~n OGdN-Ct~OCnN--- m
o ~ -O-~1N,JN~N-AO n
0~ W ~ ~Nd ~ Q Q b
s ~0 so ~3 ~ ~ cn-p~o~rnNac~rn-~cn ~ 2
~ o ~ O Oo - N / O, O O.
O s _ 'L O , ~~~~~~mmmmm
sz O, c' _ So Q o Q o,
~ s O F
sz ~ 3 N So ~ / -
S, ~ 0 ~
iy Q p O, ~9- ~1 8 ~ ~ ~ ~ ~ rn rn
Q s ,a O, ~ r r -r
L p p, r 6'- ~ O ~ O ~O ~
O ~ ~ n D ~ rn ~ D y ~
pX ~ ~ nao m ~ m ~ n ~ b ~
00 ~ m m i / `9 / ~
0 0 ~ o m ~ ~ / ~ ~ ~1~ cP
~ ~ O 1i N X ~ N a~ - - ~ / y~~ ,,,~~dN -
F V rn ~ l / ~ 3 4-
w w D . , rn ~ 1.,, / ~3 S~
N' ~~9 - - ~ ~ ,
c~ w ~ ~ \ ,
~ O ~ , ~1 ~ 0 0\ ~ ~ ~O ~ ~ ~ / ~ ~ I / - - ~
m~ / ~ ~ ~ ~ - / ,
~ ~ r~ p O ~ ~ 6, ~ / ~ ~ ~ ~ ~ 62 CRfCKfT7 ROA Nd L ~ ~ / x 0 06
~ m m i / ~ ~ ~ ~0
Z ~ ~ ~ D ~A ~ i 1 N ~ ~ S ~ ~ y Z ~ ~
m ~ m ~ ~ . - ~ ~ I ~ ~ g L ~ o
m ~ 611 ~ - oa y $ ~ i Z, Z m
, Z~ Z 3 u -~~c Lm z
~ ~ t9~ r ~ L j 9 V ~ 9q~ rs ~ °n Z ~ ; ,'ltfd o
m 1 ~ m ~ .,~~t~
i i m - d~ D ~
~"`i ~ od°
~ 0 \ O
~~j / O p o
0
p, _ __.~_._.___._a,..__~~..___
- _ a~

s
. I
NORTH
MAGNE T I C
0 _ ~ ~ ~
~ o V/ r '
D- ~ ~ 0 0 ~ , n G~ X ~ ,
z= ~ , m +n 0 / ~y d ,
• ~z~. f ~ , ~
5 ~ i
Z ' ' 0 t~ ~ ' 9 983 PAGE 56
6 - Z l ~ OOK OF MAPS t ADOPTED B
g po 0 1 1
~Z o d ~ Z t~
0 g ~ 0 ~ ~ ~ r
p ~ ~ o 0 0
rn ~9 - ~ ov o ~
i ~ m ~ N D ~ D n-
(n u~ O ~ ~ O om --iiiiiiiii Z Ooo'vrnCTi~WN- m
2 ~ / ~ m - L~ rn c~ o - o
t~ ~ X N Z ~ ~O o~ cn ~ ~ m z L
o g ~ ~ 2 ! ZO D ~ ~ vmo cn n
o M 6Z ,0 0 N ~ ~ ~ ~ y _ ~ , m ~ NNNUtCJ~CnUt(3~N`~1N O
g ~ o. o ~ • g~ 16 I ~ L~ o ~ n ~ , Cn-(nOOOOO~; ~ - - ~ C
~ ~ 6 ~ ~ C, 9 Ono ~0000000~0 ~
~ m - 9 ~ cn ~ O prnO OrnOOOOOO__,
W ~ ~ ~ 6 ~ p , -Acne ~ om
(n N ~ ~ m~~
/ m ll~Y m \ ~ r` ~ I X } L~ N .I N „1 t C ~~Q n-r r 9 0 ~ n -c m
~ (S ~ R1 N N 1I D o v~ v O ~ n ° r ~ m cn-~-~W z WCnNWU~Ut
~ LL p ~ N N C~ ~ ~ / / m C~(~NCflNNN-ACO-ACS O
~ , ` ~ 1 48 m ~ ~ 0, ~ - I
. ~ 9. F ~ Q .A r- O NN-~-(a~,.~WWCn~ ~ N ~c~owrnrnrntnWCn-
n O- ~ ~ ~ O Z C, : \ 1
z ~r C N m
~h,-. i v 0 p r . l-i 2 , + o~ ~
~ ~ n l`_~ o • W~NW~~ Vi~
~ ' a ~ '..,ri ~ - , ~ ~ , ~9 w-~OOOWO~Cn O
~ ~ ~ ~ ~ ~ . . .y-= c,.~Nrn~OOO-W~
~ 1 ~ .S 't_ ~ ~D N / N ~ .yam ' ~ N O
, / aw ~ ~ . ~ ~9 ~ rnv,rnNOOO~-~~ ~
m ~ _ ~ J 6,
° Zcncncncnzzzzzz \ ~ r, u r
O ~ nyi i~ v ~ N G5y6 I ~ h ~6~(~IG.10~G1N~1~~N I
J C~Nt~ON~lNO~-N- 0 0 0 0 0 0 0 0 0 ,o 0
A. J~ ~ ~ sn N-U~ocnN- m o W - D
. N ~n w ~ JJ -O-yN~1N.AN-AO
/ J
. , N 0 --WO-p-.pN~NN - ~ O~O~NQ~(00)-pUt ~ ~9 -A 0~ _ - - G~
WO,,:_ ~ d m so ~I N ~~~~mmmmm
~o ~ o s p ~ ~ o ~ ~ ~ o-
\ N o o Q ~ ti o_ o 0
o Q-
c' ~ ~ So ~ iL ' S O - F
~ ~ !y sa ~ o s ,
s o,, ~ ~ 6 0 ~ rn rn rn
8 i z v' O- ~ -r i
~ ~ s ~ p,, O ~o
~ ~ 0 ~ c D --I D ~ ~ ~ ~ n / - - D ~
m ~ n ~ n ~ i ~ i ~
X11 ~ ~ ~ ~ o m ~ m m ~ i m i ~
w o 2 cn m cn (A i ap0 _ ~ N N ,
m~ ~ / 5(1~ .a~~ - ~
0o Om ~ 3~~ ~`0 ~ ~ S
00 0~ ~ U i ~9 33 g~ . .
~ 1 ~ ~ ~ ~ ~v _ ~ o ~ '
w ~ ~ _ ~ ~1 roI ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ N ~ ~ i ~ CRICKE77 ROAD
w ~ , f~ ~ v. 1 6 ~ , 3' ~ - ~ ~ 62
~ n o\ , ~ O ~ ~ ~ ~ ~ xN 0 ~ d~ ~ n i
O D cn ~ ~ ~ 6, ~ ~ ~ O ~ Uy ~ ~ ~ / ~ ~ ~ "~~5 ~ y I / ~ ~ ~ a ~ ~ ~ 1 ~ Q~ _
m~ m ~ 1 ~ ~ - ~ $ ~ • ~ ~ Qdo y m
m m ~ o ~ z_ ~ v ~ ~ Z -I A 9 ~ y m 6 a
( , z ~ ~ Z, Z °
m D o, ~ ; f ~ . w 1 <<~ • ~ 2 u a;°`~fr d~ o 3 ~ ~ Z ~ ;
2 ~ r- ~ j 9 m ~ c, L f 9~ _ ~ ~1 L m _ ~ ~d
m ~ L m
~ , _ --I ~ odo 9~
r- 1 i i ~ ~ 41.
m ~ , A
p O D

t r~ x x ~ .ter- .t - , a .t -eti a 4 's rc~*+~ae~ r .~_'s~ s t :r~ "~4~.,°'C 'r_t .~~,'k"6?y ,t
v r , : ~ . • t a ~,'~~-a~ ~ :.d.'. -r -w` Fem.. n - 1 ~~1. ~ - 'r4 ~i ~ ~ W x- . _ -y fi.~~ , 4. v
y x7 MAGNETIC NORTH
y ~ o A ~
r ~~c n 3 m OX ~ ~
z ~ V~ pI ~ ~s
d p 4
l 5 ,
~ , Z
~ 0 ' ~ . ' tJ 6 , l 2
g ~ 0 0~ 69 ADOPTED BOOK OF MAPS 1983 PAGE 5
d 1 1
~ ~ o 0 2 , ~ - 8
~ - 0 0 - ~ v
~ ~ ~ ~ ~ p o ~ rn o 0
~ , m ~ ov
Z ~ _ - cn cn O n ~
2 c o m I I C~ C~ C~ C~ n ~
N ~ N 2 x L~ m ~1 2 I I I I I i i l l C
~ ~o a mz LO ~ g N , cn o -ocoo~vrnc~~wN- m
~ w. 9 1 - o Z OIoZO N ~ '~I ~ n~
~ g o, o ~ 2 ~ 6~ ~ Imo ~
v ~ ,L ~ 161 cn m ~ cn cn n y NNNU~CntnCl~CnN~1N O
io N m ~ ~ m < ~ 8 ~0 ~ c~-c~ooooocn-~
v' N ~ 9 ~ ~ w n 0 a , c~, ~ o ~ 0 ~ ~ ~ cono c
o~looooooo~lo ~ -A to ~ O~0000000~0
o rn f ~ m ~ , V s'" x ~ ~ ~ ~ _ o r- 2 ti m 0
~ s ~ m z n' ~ ~ ~ ~ ~ o o~ ~ 9. Qo n ` ~
• N Z O ~ 7 p Ca V D ~ a v' G~D~C r
~ - N ~ n - m y m
Q S~ ~ ~ w ~ ~ C ~ m wrnNwcncncn~--vW 2 0 O-, Q) C~GaNtflNNN-A t0~pC0 G~
O cn ~ p ~ o Z 5 , . , ~ O y N NN-A~aWwwcno~a- 2
z c. ~ ~ D 2 ~ U Q:
y 0 ~ 6 z n ~vctrOc,.,rnrnrncl~c,~~n- r; p~
~ 3 , - , , rn m ~
t- m ' ~~i ~ v" ~ s w 0 N W IC
G v fir' ~ • F ~I
m i O, ~ c~:rnNwc~cntn-p-~IG~ T
U
r~ S i ~ mom. ~ ~ - r . ~ O wNrn~000-WOaN d
~ rncnrnN0000-0~ o' ` ~ 6,
o M, ~ ~ 1 0 0- ntu r x
v ~ / ( u ~ Z I 2V~c.r)t~(n222222
t; - ' f n <<, 0»(Nc~.~4~G.iN~IO~O~N I
F i / A N f, ~ t,M i .t 5(1~ CflN(~ON~NO~-N-
ti o 0 0 0 0 0 0 0 0 0 o W Q(~N-V~OC~N--- m
~ - ~ -O-vN-vN-AN~AO D
o ~ o ti W , _ Q
Nd ~ s 0~ o s 0 ~ . c~ --t~O-A-~N~NN 9 U~~AO)O~O~NW(D~~A(J~ 2
~ 6 0 Q ~ \ ~ O
00 N ~ o. © 'L o 0
Q ~ o., 0 a,,
~ 2 - _ F
~ _ o, 3
~
~ ~ o rn s o. ~ ~9 ~ ~ o- rn
~ F ~ ~ ~ ~ ~ F - r . ~ ~ ~ p ~ .p r- r
O ~
c. n y y m ~ ~ ~ n y ~
O m ~ n ~ x s : ~ ~ v ~ ~ ~
~ m ~ m rn ~ i ~
p W ~ ~ O ~p i ~ / ~
O O O pm O~j ~ i ~ ap
~ ~v _ ~ Q ~ ~ 5~3 ,~~dN - ~ i
~ ~ 1. -rn ~ / ~ ~f~~ -105 _ _ - - _e i g~ S
r rn ~ NI ~ ~ `f`: 1~~ ~ ,8 . -
cn N . ?v ~ ~ ~i ~
w N ~ ~ ~ U~ ~ ~ ~ i ~ ~ y y~'~
~ ~V . ~1 ~ O p p\ ~ ~ ~ ~ - ~ ~ / ~ ~
O cn ~ ~ ~ m n ~ ~ ~ ~ ~3 ~ ~ ~ ~ CRICKET? ROAD ~ ~ e - 16 x~d Z 6
mo pcn 6 z1 mm i ~ i 0 ~ ~ ,0 e
~ ~ ~
~ ~ z ~ t ~ ~ mn ~ ~ I S 1 y i • Z 1 - ~ ~ _ ~ ~ L ~ o~ 9 o _ oa y $
~ ~ 9 ~I ~ ~ / ~ ~ ~i ~V 2 m IZ ~ y A
r` m \ ,Z ~ ~ m ,ZC 2 ~ m ~ A
~ t9~ 2 (n 0 ocq~` O I o t ; is ~~d~ n
~ ~ L ,L r ~ ~ m ~
m r m ~ ~,d~
~ ~ 'I D ~ ~ odo
W 9~
O o O
w -.s.._...._....._-.,~._.~._.......m_..~.._...
:

r . _ ~ ~ < yr - „k
. K -e,
,I y
n s ,cn0 ~ ~ , ~
~ G fi D 3 AGNETIC NOR TN
Zox ~ o _ V~ ,
0 y~,
d 0 0 ~ ,
5 . o ~
Z ' 0 ' 6~ N
~ Z 9 ~
~o 0 ' 1 a , ~ ~
~ ~ ~z o 1~ Z ~ ~ ~ A DOPTED BOOK OF MAPS 1983 PA GE 569
0 0
~ - ~ ~ ~ ~ r ~ ~
0 ~ rn o O i y O
m 0 ov
C ~ - to cn O n
z ~ o m I I C~ n C~ C~ C~ ~
0 ~i ~ O k L rn . ~ o R`~ ~ rn Z ~ o ~ ~ Z I I I I I I I i l C
N - B L 9 1 Z cn O -O~~'vrnCn.~WN- Rt
2 ~ ~ ~ •g~i s y ~ 6Z O 1 oZ0 N o. o ~ M ~ y ~ D :p
6~ o Q, ~ ' p, ,l~ 161 ~n10 ~
~ N w C• ~ W rn 8 0 ~m~ ~ cn ~
cP, ' ~ N ~ 9 -i NNNLnV~CnCnUiN~iN O ~ ~-~00000~-(1t
/ 0 0 ~ w s v, cn _ 0 ~ . c~ ~ O C
S'. ~ 1 h O rn` ~ ~ ~ v r. t o,~looooooo~lo ~n
~ ornooooooorno om
• ~ ' v ~ ~i r~ ~ N a lY Q ~,~'u
~ c~ n -c r-
' m rn
O ~'T~r ~ F rn ~ t O , m wrnNWCncnv,.p~yw ~ O , rn c~ N
2 O ~ 5 0~ cn ~ r 2 --.Ei D ~ CflNNN-A(~.pCO C~ F O 111.
o~~- _
r- Z ~ wOOwrnrnrnv~Wtn~ .v
i ~ ~ ~ a-~ , Z ~ i
~ / ~a Q o ~r ~
p Q ~ ty, ~ ~ ~ U r ~ , ~ T ~ ~ /
m ~ ~ FO ~ ` 1 ~9 0) N W (3t Ut (S1 ~ 'V GJ 2
rn ~ _ , . P, rJ UW~~OOOW~-ACn p G L • 1 , • \ 1 1 \ 1 \ \ , / L ~
~ wN~~000-WaoN O
a w . . ~ - ~ ~ c»CnrnN0000-O-A . o
4 ~ =r
~D fl ~)/i /f'!i~ li~ •k I. 1, 1~~ J ' ?~~i ~ ZcncnU~tnZZZ2ZZ
F 3~ ~ i E ~z: ~ N c~~
i ~ sn~ 010)tN(,~~(,~N1ICb0~N ~ N ~ON(~ON~NOo~N-.
- ~ 0 0 0 0 0 0 0 0 0 0 0 q~
do ~ OGdN-cnOCnN~-_ m
w - ~Nd m Q -O-yN1IN~AN-RO ~ ~
s ~o so ~ ~~WO-A-~N-pNN
Q ~ O o~ R O ~ ~ i0 O, cn~rno~aoNm ~ Cp 0) -A V~ Z _ _ _ _ G7
S ~ ~ ~ o ~d~ - ~ O o ~~~~~~mmmmm
~ 2 ~ ~ so ~ o,
~ - O F
so ~ ~ ~ / l0
~ Q t•y Q O ~ O, O, ~
_
p rn ~ F n y y
R1 `O n1 ~
O O w =o v, m - -
O p p W cn ~ ~ ~
orn N fi ~ ~ ~
~ 0 rn ~ ~ ~ N ao~ ~ ~ 5n~ ,.~~dµ ~ ~ a _ , -
w rn 0 ; ~ ~ ~n~ X105 - -
N e~ s ~ -
~ n W ~ ~ ~ U1 ~ ~3 - 8~ ~ ~
p O ~ v. ~ i ~ y~ o ~ ~ ~ V~ '
~ o ~ 0 0 ~ ~ / 3~ ~ ~ - ~ ~ ~
rn p cn ~ v' ~ O ~ 6 - ~ N ~ de 62 , ~ ~ ' CRfCKET7 ROAD
z_ rnrn z ~ i 0 06 ~ ~ ~ 0 ,i 3
~ rn n _ Z I
y ~ r m P ( 9 S ~ H ~ L ~ ~ ~ N 9 L - 1~ 2
w ~ 1 Z ~f ,Z 1 - 2 ~ H ~
rn ~ ~Z~ ~ y m ~ ti % ~ ~m ~
_ ~ 2 ~ t9~ r ~ ~ Z (`q9L A
Z m ~ I v ; a~`~~s ddb o m D
m - f d,~ ~ f
'I nZ dog o
W
?.,r
O a ~ o
a
~
_ _ _ A